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Z-5777 Map 5
=C0 I LAT 24 RIM EL. 347.95 INV. LAT I F RIM EL. 367.36 I 15•oAX 0 a INV. IN (E) 367.36 - 413 I INV. OUT (S) 360.71 , o 15'OAK !n ... .......... 5 ........... I 10'dIFARY ` ROOM01 318 LDT 23RIM EL. 344.64 /� 6i{GHT/`TURN ' INV. IN (N) 339.14 - lo• �; T 2 % / j' .SIGN ❑ I ` INV. OUT (S) 338.81 � II U -NE COR. LOT 3, BLOCK 2 EUCLID PLACE ADDITION N88°21 I -5 Z 1�-140.5 01 % !! REF.P� c w I I / - ! -- Ld teWa+r ! / o°ASH /� e•aM .---- le ASH I RIM EL. 341.02 ' / INV. IN (N) 335.27 �O INV. OUT S) 333.85 11VOAF/ I j 3 8'EIM o / O / / PT. LAT 3 /' Y N 88.21'53" W 6.97' 010 -am i / ! / 15'PNE / / Q NOTE: BEARINGS ON J I / i / , /' - /� 310 THIS PLAT ARE BASED ON �I I 3 / ! 1 - I � / 15'cuM/ THE WEST UNE OF I _ % ; - -.y ' ) ti$ / 5 / �' 8. - POINT OF BEG. / BARROW ROAD BEING 8tiM�r a . - l ! / /' NORTH 00.49'45" EAST. I / / ./ . / . ,! \ I 0 ' FOUND 2 PIPE / / / r /� 0 / / ,/ / - / / Q /• i /"� 6'1NGKORY i / ! / i r r' ,/ 20'014( '1 O ' % / // ,/ e 11.e 5 ELMi 0 LOT 21 / i I\ /' ,'' /' _moi '' / a I I Of / �i / i �11•pp` 111 i / ------ ./ /' ��� /' / ` � / / LOT 4 /. Q J m_- Cie/ r I 1) \ -Y `vr�/ 24' ONE N-98021 "Y7 '1 4�/s 2' // ' ) � i= ' i- 4 (f���30' OAK / je'CEDAR OAK ` `ROCK WALL 1 III Z / 12 J /PARKING SIG/ - -L / IIS /-, / ; / �' ; I / / /� // x•20 ` ,' % / / ��- / / /' / �\ /' 24' OAK ° I \ Ile : / /' / /' 24.OAK /' 18"PIPE / \� t1NV 7�/m, STORY ' ' /' ' / / / TOP EL. 331.37 332.72R/tCK�....... / w 8.35 3 • /AUtY./ ,//! ,/ TELEPHO E I IBOX (SLA) V LOT 19 I 1 49"AC / ! I 1278,E • • ,' %�'' e� / Q �\ / 3 ISI - I 6'NCI ORY- J /'' /' r/ - T e �/ LA•r6 NCIIOKY / ,r/ I % / mm e I / / 7' R I �� � I 18� / // /, ,� ; ' ,,' /,. /REF.PIN : 2.0' I 12TKE ,/ - , 1 127NE \\/ 4✓-' i/ % i ^/ /'� : / ,.' RIM EL. 328.69 s'oAX / LOT 18 , , �� /, � , � , ' /,' ,'' % � c©. INV. IN (N) 320.19 I / / INV. OUT (S) 320.09 141pm ' ' LOT 7 I ' ' r // /// //' ' I I ' 4I�4•YJ'{ ••C OP EL. 327.9 NV. EL. 322.2 Wall \ I I i2TECAN.36-SYCAMORE// r' ,,/ ��•v/ rP j /' PT.LOT 8 %'� / p EL. 326.81 i XTELD� ��/ 4" DRAIN OU �.�\ I IH-� \ �j/.// SIGN I s f'f.LOT17 N87°59%3�"E F /r��, -6.451 /35.36 o \\ - --- _ P N87loll °08110" E-'738.49' ,, - �9° J14cJ114E�tc 10SS 6., SIDEWALK -..-6W 6W SIDEWALK � / _ ;:yp,, a n I 1 -' - \ CB / - 6„SS - - -. -..-.E-.�`-..- -..- .-..-..-.. ,� o --16"� - . \ r - .. - - . _ 61-t i TOP EL. 329.72 INV. EL. 324.14 `\ -- - _ 60W _ .. - ..'. \ 1 PIPE EL 328.71 - - 1 RAI EL 332.19 V S 24"0 /20IN\ RIM EL 326.40 INV. IN (W) 322.24 1 5 - � I - - INV. IN (E) 316.73 6"1111 - - - - �TOP EL. 334.76 'nl \t INV. OUT (E) 322.19 k \ - Y (N) INV. EL 327.34 �1 1 - INV. IN 318.90 / ` r - - RIM EL 327.116" (XJT/IN INV. OUT (W) 318_65 ASHER AVENUE S INV. IN (E) 318.61 RIM EL. 334.76- - - TOP PIPE EL. 333.67 I INV, IN (N) 318.53 � INV. IN NW) 329.51 - - INV. IN �N 323.76 � INV. IN (W) 318.94 INV. OUT �E) 323.43 INV. OUT (S) 318.36 LEGEND EXISTING SANITARY SEWER LINE --1o'ss -6"ss W/MANHOLE (SIZE SHOWN) - - - -- - 6"W -' - - - - EXISTING WATER LINE X ,r x X EXISTING FENCE LINE EXISTING OVERHEAD ELECTRIC LINE r� POWER POLE AND GUY WIRE TELEPHONE EASEMENT .:CATCH BASIN W/STORM SEWER c� �� MANHOLE COVER TC ❑ TRAFFIC CONTROL BOX WATER METER TRAFFIC LIGHT POLE -- $ -- WATER VALVE 24'°Nc EXISTING TREE - - FIRE HYDRANT LEGAL DESCRIPTION: PART OF LOTS 3,8,17, AND ALL OF LOTS 4,5,6,7,18,19,20 OF BLOCK 2, EUCLID PLACE ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 3, BLOCK 2, EUCLID PLACE ADDITION; THENCE SOUTH 00.49'45" EAST 10.0 FEET ALONG THE EAST LINE OF SAID LOT 3; THENCE NORTH 88'1 WEST 6.97 FEET TO THE POINT OF BEGINNING; THENCE NORTH 88'1 WEST 140.50 FEET TO A POINT 10.0 FEET SOUTH OF THE NORTHWEST CORNER OF SAID LOT 3; THENCE SOUTH 00"55'36 WEST 90.00 FEET TO THE COMMON CORNER OF LOTS 4,5,21 AND 22; THENCE NORTH 88`21'56" WEST 147.62 FEET TO THE EAST RIGHT-OF-WAY OF LUDWIG STREET; THENCE SOUTH 01°01'26" WEST 173.36 FEET ALONG THE SAID EAST RIGHT-OF-WAY TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF ASHER AVENUE; THENCE EA5T'ERLY AND NORTHERLY ALONG A RIGHT-OF-WAY LINE DESCRIBED IN A DEED TO THE ARKANSAS STATE HIGHWAY COMMISSION, THE FOLLOWING COURSES AND DISTANCES: SOUTH 41`1 EAST 33.78 FEET, ALONG A CURVE :TO THE LEFT FOR A DISTANCE OF 138.50 FEET (CURVE RADIUS OF 4623.66 FEET AND CHORD BEARING AND DISTANCE OF NORTH 87"1 EAST 138.49 FEET), NORTH 87°1 EAST 6.45 FEET, NORTH 79°51'51" EAST 35.36 FEET, NORTH 58°23'29" EAST 85.27 FEET, ALONG THE PROPOSED WEST RIGHT-OF-WAY LINE OF JOHN BARROW ROAD NORTH 21°23'06" EAST 34.18 FEET, NORTH 00°49'45" EAST 193.44 FEET TO THE POINT OF BEGINNING. CONTAINING 1.49 ACRES, MORE OR LESS. CERTIFICATION: I HEREBY CERTIFY THAT I HAVE CAUSED TO BE SURVEYED, UNDER MY DIRECTION, THE ABOVE DESCRIBED TRACT OF LAND, AS SHOWN HEREON. SIGNED THIS 18TH DAY OF NOVEMBER, 1993. JOHN M. THORNTON, RPS 864 PROPERTY LIES OUTSIDE OF THE 100 YEAR FLOOD PLAIN ACCORDING TO FLOOD INSURANCE RATE MAP, CITY OF LITTLE ROCK, ARKANSAS, COMMUNITY PANEL NO. 050181 0010E, REVISED NOVEMBER 3, 1993. 20 15 10 5 0 10 20 30 40 50 SCALE IN FEET B &F ENGINEERING, INC.. 928 At(501) 67-2ROAD, HOT SPRINGS, ARI(. 71973 PHONE (501) 767-2366 FAX (501) 767-6859 TOPOGRAPHIC AND PROPERTY SURVEY ....... LITTLE ROCK ARKANSAS BY DATE ``��•�� 1ST•• •• ''�,Design TMJ 1/93 • STATE of ••, Drawn JKH 11/93 ARKANSAS NO. 884 ? ` Checked JMT 11/93 DRAWING NUMBER -As Built 3ICNATUR6 t.�: JOB N0: 7-2747-0301 Plan ACAD NO: 001 11/18/9: O %�s�o:!1••TK•.•' Survey BJA 0/93 SCALE: 1" = 20' /,,�,NdL Ll 40 Fld.Bk.NoJ 973,977 DATE: NOVEMBER, 1993